Hi. I am working on a steel structure and i have some issues with the seismic loads. That are the flexure MZ diagrams for the pure seismic load case in X direction (longitudinal). It caught my attention the results for the beam element marked in…

Hi Sir, I have made the groups of beams and slabs that would help me to simplify the name of each members. Can you help me to check my UBC Seismic Load Command wheter is already correct or not? And the load combination also? Please your…